吴畅，男，湖北荆门人，博士，副教授，硕士生导师，江苏省高层次创新创业人才，江苏省土木建筑学会预应力专业委员会委员，建筑工程系系主任助理。2016年6月获东南大学土木工程专业博士学位，师从孟少平教授。2011年前往香港科技大学访问6个月，2012年获得国家留学基金委资助以国家公派联合培养博士研究生身份前往美国休斯顿大学访问学习一年。2016年博士毕业后加入香港科技大学土木环境系梁坚凝教授团队从事博士后工作。2019年7月入职东南大学土木工程学院建工系。目前主持并在研国家自然科学基金2项、江苏省自然科学基金1项、国家重点研发计划子课题1项，作为技术骨干参与科研项目若干。已在包括Cement and Concrete Research、 Cement and Concrete Composites等中科院分区Top期刊在内的国内外高水平期刊发表论文30多篇，并为土木工程领域多个主流期刊审稿人。

江苏省土木建筑学会预应力专业委员会委员

• 程序语言与科学计算I

• 结构力学II

• 计算力学（研究生）

• 国家自然科学基金面上项目（52478146）：超设计基准地震和失水事故下预应力超高延性混凝土（PECC）安全壳失效机理与完整性评估，2025.01-2028.12；（主持，在研）

• 国家重点研发计划子课题（2022YFC3801805-02）：多因素影响下在役预应力筋与混凝土数值分析方法的研究，2022.11-2026.10；（主持，在研）

• 国家自然科学基金青年项目（52108119）：ECC板柱节点冲切性能与材料-结构一体化设计方法研究，2022.01-2024.12；（主持，在研）

• 江苏省基础研究计划（自然科学基金）青年项目（BK20200376）：基于细观力学模型的混杂纤维ECC裂缝面剪应力传递机理研究，2020.07-2023.06；（主持，已结题）

• 东大－欧维姆预应力工程技术联合研究中心，多台阶式锚垫板锚下配筋理论计算研究; （主持，在研）

• 中央高校基本科研业务费专项资金，轻质超高延性水泥基复合材料力学性能研究；（主持，已结题）

代表性学术论文：

• Su Y, Wang X, Wu C*, Xu M, Ma L, Jin C. Punching shear behavior of RC slab-column connections enhanced with ECC in core area. Structures. 2025, 74: 108567.https://doi.org/10.1016/j.istruc.2025.108567.

• Qu T, Zeng B, Wu C*, Huang L, Wu J, Geng T. Progressive Collapse Risk Assessment of Unbonded Prestressed Slab-Column Structures Under Dynamic Failure of Bottom Columns. Journal of Building Engineering, 2025: 112499. https://doi.org/10.1016/j.jobe.2025.112499.

• Zhang P, Chang X, Liu Y, Su C, Fan S, Wu C, Pan Z. Experimental study and analytical model of masonry columns confined with fiber grid-reinforced ECC under cyclic compression load, Engineering Structures, 330, 2025, 119560, https://doi.org/10.1016/j.engstruct.2024.119560.

• Qu T, Zeng B, Wu C*, Huang L, Wu J, Chang D. Progressive collapse resistance of planar prestressed concrete frame with infill walls under corner column failure scenario. Journal of Building Engineering, 102, 2025, 112035. https://doi.org/10.1016/j.jobe.2025.112035

• Wang Y, Zeng B, Zhou Z, Chong X, Wang D, Wu C. Energy-based seismic design procedure of steel frames with low-prestressing based resilient braces. Structures, 72, 2025, 108311.https://doi.org/10.1016/j.istruc.2025.108311

• Su Y, Shang J, Jin C, Zhang P, Sheikh SA, Wu C. Experimental Study on the Flexural Performance of GFRP-Reinforced Concrete Beams with a Prefabricated Permanent UHPC Formwork. Journal of Composites for Construction, 2025, 29(1), 04024078.

• Su Y, Wang X, Wu C*, Xu M, Jin C. Experimental investigation of flexural and punching behavior for plain PE-ECC slabs with different fiber volume fractions and span-depth ratios. Construction and Building Materials, 441, 2024, 137502. DOI: 10.1016/j.conbuildmat.2024.137502.

• Su Y, Wu C*, Wang G, Shang J, Zhang P. Hybrid strengthening of RC beams with externally bonded carbon fiber reinforced polymer laminate and engineered cementitious composites transition layer. Advances in Structural Engineering. 2024; 27(11): 1849-1861. doi:10.1177/13694332241255748

• Zhang, P., Su, Y., Shang, J., Xu, Z., Hao, T., Wu, C., Sheikh, SA. Flexural behavior of RC beams strengthened with CFRP sheets and ECC material. Structures. 2024, 61:106015.

• Su, Y., Wu, C., Shang J., Zhang, P., Sheikh, SA. Experimental and numerical simulation research on the flexural performance of beams reinforced with GFRP bars and three-sides UHPC layer[J]. Structures. 2024, 59: 105746.

• Wu, C.*, Chen, T., Su, Y., Lan, T., Meng,S.. Experimental investigation and design method of the general anchorage zone in the ring beam of prestressed concrete containment vessels. Nuclear Engineering and Technology, 2024, 56(2): 485-497. https://doi.org/10.1016/j.net.2023.10.025.

• Wu, C. *, Xu, M., Su, Y., Wang, X., Jin, C.. Development of a glass microbubble-based lightweight strain hardening cementitious composite (LW-SHCC): Experiment and numerical simulation. Case Studies in Construction Materials, 19, 2023, e02598. https://doi.org/10.1016/j.cscm.2023.e02598.

• Jin, C., Wu, C.*, Pan, Z, Meng, S.. A truss-arch model-based method for calculating shear walls with small shear span ratio. Journal of Building Engineering, 2023, 108052, https://doi.org/10.1016/j.jobe.2023.108052.

• Su, Y., Wu, C., Shang, J., Zhang, P., Sheikh, SA. Numerical and theoretical studies for the shear behavior of CFRP plate-ECC-concrete composite interface. Construction and Building Materials, 403, 2023, 133156. https://doi.org/10.1016/j.conbuildmat.2023.133156.

• Wu, C.*, Yao, J, Chen, M, et al. Theoretical modification of the laboratory-determined tensile stress–strain relationship of strain hardening cementitious composites (SHCCs) for large-scale specimens[J]. Construction and Building Materials, 2022, 326: 126879.

• Wu, C.*, Pan, Z., Jin, C., and Meng, S. Evaluation of deformation-based seismic performance of RECC frames based on IDA method[J]. Engineering Structures, 2020, 211,110499.

• Yao, J., Chen, Y., Wu, C.*, Leung, C. K. Y. A new model for calculating inclined single fiber bridging stress in Strain-Hardening Cementitious Composites based on beam theory. Cement and Concrete Composites, 2019, 103:89-103.

• Wu, C.*, Leung, C. K. Y., Li, V. C. Derivation of Crack Bridging Stresses in Engineered Cementitious Composites under Combined Opening and Shear Displacements [J]. Cement and Concrete Research. 2018, 107, 253–263.

• Wu, C., Pan, Z., Su, R. K. L., Leung, C. K. Y., and Meng, S. Seismic behavior of steel reinforced ECC columns under constant axial loading and reversed cyclic lateral loading [J]. Materials and Structures, 2017, 50(1), 78.

• 吴畅*,王欣汝,许铭纹,等. 基于梁理论的ECC拉伸应变硬化与开裂行为的数值模拟[J]. 复合材料学报, 2022, 39(11): 5216-5227 doi: 10.13801/j.cnki.fhclxb.20220215.003.